BACKGROUND OF THE INVENTION
[0001] The present invention concerns a bridging set for use by infantry personnel for the
passage of water obstacles.
[0002] In combat, it happens that advancing infantry troops have to cross a water obstacle
such as a narrow river, ravine, a canal and the like without being able to wait for
the engineers to construct a proper bridge. The present invention aims at providing
a solution for this problem.
GENERAL DESCRIPTION OF THE INVENTION
[0003] In accordance with the present invention, there is provided a bridging set comprising
at least one bridge unit, a float support adapted for connection to a bridge unit
from below and a roller unit adapted to support loosely a bridge unit.
[0004] Preferably, a bridging set according to the invention will comprise a plurality of
bridge units adapted for connection in alignment in order to provide a bridge assembly
of sufficient length to span the water obstacle that is to be bridged.
[0005] For deployment, an end portion of a bridge unit or bridge assembly comprising a plurality
of such units is mounted on a float support by connecting the float support from below,
and the float support with the end portion of the bridge unit or assembly mounted
thereon is then inserted into the water. Thereupon a portion of the bridge unit or
assembly that is spaced from the front end is loosely mounted on the roller unit following
which the bridge unit or assembly is gradually pushed forward until the floating front
end reaches the opposite bank.
[0006] The advancement of the bridge from one bank of a water obstacle to the opposite bank
can be controlled in various simple ways. For example, the operators may simply hold
the bridge assembly and push it forward carefully and in a controlled manner; or in
case of a strong downstream pull, a rope may be connected to the front end of the
bridge and be gradually released; and the like.
BRIEF DESCRIPTION OF THE DRAWINGS
[0007] Some preferred embodiments of the invention will now be described with reference
to the attached drawings in which:
Fig. 1 is a perspective view of a bridge unit of a set according to the invention;
Fig. 2 is an elevation of a roller unit of a set according to the invention;
Fig. 3 is an elevation of a float support of a set according to the invention;
Figs. 5-7 show coupling locks for coupling together two bridge units of a set according
to the invention; and
Fig. 8 is a perspective view showing a bridge assembled from a set according to the
invention in the course of deployment.
DESCRIPTION OF A PREFERRED EMBODIMENT
[0008] The bridge unit 1 shown in Fig. 1 is preferably made of a light metal such as aluminum
and comprises two railings 2 each having an upper longitudinal bar 3 and a lower longitudinal
bar 4 held together by a plurality of struts such as struts 5 and 6. The two railings
2 are interconnected by crossbars 7 which are also linked to the upper longitudinal
bars 3 by means of struts such as struts 8 and 9.
[0009] Resting on crossbars 7 is an oblong bottom plate 10.
[0010] The roller unit 11 shown in Fig. 2 comprises a roller 12 journalled in bearings 13
supported by two pairs of spread legs 14 each fitted with a bottom plate 15 and a
pointed wedge member 16. The two pairs of legs 14 are linked by a crossbar 17 engaging
two lateral struts 21 (see Fig. 8), the roller unit structure being further reinforced
by struts 18, 19 and 20.
[0011] The float support 23 shown in Fig. 3 is of a cigar-like shape designed to minimize
the hydrodynamic resistance in axial direction. It comprises two pairs of lugs 24
adapted for cooperation with a crossbar 7 of a bridge unit 1. The float support 23
further comprises closures 25 which may be opened for the withdrawal of any water
that has penetrated into the float.
[0012] The connection of float support 23 to a bridge unit 1 is shown in Fig. 4. As shown,
a terminal crossbar 7 is gripped by the two pairs of lugs 24 and locked from above
by locking pins 26.
[0013] As a rule, a bridging set according to the invention will comprise a plurality of
bridge units 1 which have to be adapted for fast-locking coupling. For this purpose,
one end of each of the longitudinal bars 3 and 4 will be designed as a male component
and the opposite end as a female component of a coupling arrangement which also comprises
locking means. Such an arrangement which is of the eccenter type, is shown, by way
of example, in Figs. 5-7. As shown, a longitudinal bar 4' of one bridging unit is
coupled to a longitudinal bar 4'' of another, aligned bridging unit. The righthand
side end of bar 4' is designed as female coupling member while the lefthand side end
of bar 4'' is designed as male coupling member. Bar 4" comprises a catch member 28
swingably mounted on an axle together with a handle 30 being integral with an eccenter
29, the arrangement being such that when the handle 30 is turned clockwise while catch
member 28 is in the lower, engaging position, eccenter 29 pulls the catch to the right
(with reference to Figs. 5-7). The depending lateral walls of catch member 28 are
hook-shaped and adapted to engage lateral studs 31. On the righthand side bar 4",
there is provided a resilient catch for handle 31.
[0014] For coupling two bridge units 1, the male component of bar 4'' is inserted into the
female component of bar 4' as shown in Fig. 5. Thereafter, the catch member 28 is
lowered into engagement with studs 31 and subsequently handle 30 is turned clockwise
whereby the eccenter 29 pulls the catch member 28 from left to right whereby the two
bars 4' and 4'' are firmly coupled as shown in Figs. 6 and 7. In this locking state,
handle 31 is received and held by catch 32.
[0015] Similar coupling means will be provided for the upper longitudinal bars 3 and it
is thus seen how a plurality of modular bridge units 1 may be coupled in alignment
with fast locking, in order to provide a bridge assembly of adequate length.
[0016] Fig. 8 shows how a ravine is bridged in accordance with the present invention with
prevention of downstream diversion. As shown, the front end of a bridge assembly1'
consisting of a plurality of bridge units 1 of the kind shown in Fig. 1 coupled together
in the manner explained with reference to Figs. 5 to 7 is mounted on a float support
23 of the kind shown in Fig. 3 in the manner explained with reference to Fig. 4. The
land borne portion of the bridge assembly1' is supported by a roller unit 11 of the
kind shown in Fig. 2 and an operator controls the movement of the front end of the
bridge assembly1' by means of a rope 33.
[0017] The features disclosed in the foregoing description, in the following claims and/or
in the accompanying drawings may, both separately and in any combination thereof,
be material for realising the invention in diverse forms thereof.